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SITE 6
City of Morgan Hill
Sanitary Sewer Flow Monitoring and I/I Study
I/I Summary: Event 1
Baseline and Realtime Flows with Rainfall Data over Monitoring Period
0.00
0.20
0.40
0.60
0.80
1.00
1.20
1.40
1.60
02/25
02/26
02/27
02/28
03/01
03/02
03/03
03/04
03/05
03/06
03/07
03/08
03/09
03/10
03/11
03/12
03/13
03/14
03/15
03/16
Flow (mgd)
0.0
0.2
0.4
0.6
0.8
1.0
1.2
Rain (in/hr)
Rainfall: 2.11 inches
Event 1
0.00
0.10
0.20
0.30
0.40
0.50
0.60
0.70
0.80
0.90
1.00
02/28
03/01
03/02
Flow (mgd)
0.0
0.2
0.4
0.6
0.8
1.0
1.2
Rain (in/hr)
Event 1 Detail Graph
Storm Event I/I Analysis (Rain = 2.11 inches)
0.91
Peak Flow:
PF:
mgd
2.60
Capacity
0.57
Peak I/I Rate:
mgd
Inflow / Infiltration
Total I/I:
gallons
136,000
12-0248 AEG Morgan Hill FM and II Rpt.doc
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